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1733-1734 Beach Ave RETAINING WALL/BULKHEAD with standards established in 62B-33.005 FAC. RICHARD SKINNLK ---------- s This certification is based on the Archititect— ow(eig—e,a & ASSOCIATESY.L. 0 — ' ' T_ — nil 65ef. current nforniaiio;�,kn C; 2245 St Johns Ave Jacksonville,FL 32204 17 1 22'.- 23-' /Z 904.387.6710 21-2 *c#AA26000865 FL LI OVERHEAD 23 ELfcmc PoLE 12 24 <1 14 15 /6--,\ 15 b ------ LU in U_ - --- - - 0 - -- - - - - - - -- - - - - - - - -- - - - - - - - - - - - - - =4 tu U_ t C� 0 y ............. LL.1;111.1 L ........... 17-0 154 :3 0 0< L_ 13-8 < Z U_ C T I T E R C ul ------- < in 4' (Y I J z - -11 1 , Consultants < "1 1773 1734 <, 111021 I CLF6R. LATION5 561, 1,11111r.[� ::: ;@i;5:::� ALLOWED 50%MX(,"�`1111: AREA M LDR, SCAPE DESIGNER LAND 19,490 5F Benjamin S. Dinkins&Associates AS ORIGINALLY rEPMr=: AM CALCULATED FI�Dm OEED DbmrnoN – EX15TING BUILDINGS*HARD5CAPE 5URFACE5 3,970 5F(20.3%LOT COVERAGE) orange Park,Florida <1 _zi PROP05ED BUILDINGS 5.825 5F 904.264.6699 25-8 VIES,WALKS 4 TERRACES 1.590 5F PROP05ED DRI COVERAGE 7-415 5F(38%LOT COYMAGE) STRUCTURAL ENGINEER TOTAL -T GAIN) DRJVEWAY PAVING: <7 3,445 51"V 7.7%Nt Atlantic Engineering Services dFN—CRETEWTH CAST NET GAIN Mark J.Keister,PE < OYSTER SHELL SURFACE 1 114-11 i Jacksonville,Florida 14 < PROPOSED KM51ON5: 13 904.743.4633 12 F_ AREA CALCULATED FROM DEED DE5CR1FrION 19.490 5f MAILBOX IN NICHE (20.3%LOT COVERAGE) BUILT INTO EXISTING BUILDINGS It HARD5CAPE SURFACES 3,970 5F MECHANICAL & I<i MOF05ED BUItDING5 5.825 SF RETAINING WALL WALKS#TERRACES 2.193 5F ELECTRICAL ENGINEERS PROP05ED DRIVE5. TOTAL COVERAGE 8.018 5F(41-I%LOT COVERAGE) Haddad Engineering Inc. 4.048 5F(20.8%NET GAIN) Namir A.Haddad,P.E. NET GAIN 2 P-ro" EX15TING VERANDA Jacksonville,Florida ,0' 904.262.5066 [Z INTERIOR DESIGNER 20 F_ A 1733 ONLY X5 ARE Ana Mafia Vieira Santos FE To FEK—ATLANTIC BEACH LDR H7 R�D 5C;19 Av.Lineu de Paula Machado,1330 AS ORIGIN pmm nw: Cidade Jardirn-Sdo Paulo 15,991 5F _4 AREA CALCULATED FROM DEED DESCRIPTION Tel.3813-5800 Fax.3813-5657 1 11 7-0 EX15TING BUILDINGS 4 HARD5CAPE 5URFACE5 2.322 5F(14.5%LOT COVERAGE) 0" 4.812 5F Z, 15-4 PROPOSED BUILDINGS 805 Sr U cm U Seal -1 �D PROPOSED DRIVES.WALKS 4 TERRACES CO 0 joF IMPORTANT: TOTAL COVERAGE 5,r.17 5F(35.1%LOT COVERAGE) 15-9 1 i I U LINES SHOWN AND DIMENSIONS 3.295 5F(20.6%NET GAIN) NET GAIN - 18 GIVEN ARE TO FACE OF FINISH 21-2 16-2 W15E i UNLE55 NOTED OTHER 1-3& 16-7 EXISTING RESIDENCE PIWPOSED REV151ON5: I AREA CALCULATED FROM DEED DESCRIPTION 15.991 5F 19 17-0 1733 BEACH AVENUE MT114G BUILDINGS*HAR05CAPE SURFACES 2,322 5F(14.5%LOT COVERAGE) 'b 4.812 5F PROP05ED BUILDINGS LINE of:PREVIOUS PROP05ED DRJVE5.WALKS TERRACE5 1.722 5F G.534 5F(40.9%LOT CCVMAGQ RETAINING WALL TOTAL kGE 4.212 5F(26.4%NET CAN) (DEMOU5HED) NET GAIN C To_�M_L j- 20 rZENE NOTE5 ING: WALKWAY/LANDING FAV A STONE TILES PENNINGTON MIR. 2N T 1ICK COV BED5 OF RIVIER ROM RIVER PEBBLES FOP,WrMON: 18,X 3G!WITH COORDINATING 2855F 17-5 FULL GROUT JOINTS AREA CALCULATED FKDM PLANS= OHANNPETER I APPROXIMATE/AVERAGE DEF7" = lu '95 CF OR 3.5 CY 17-10 i TOTAL VOLUME 12 RESIDENCE 0 18-3 EXTERIOR STEPS: NG AREAS: CORAL STONE TREADS 5*HIGH x UMEROCK BASE MR 5TON11 PAVI 6 18 5F 14'DEEP(EXPOSED)-SEE 21 AREA CALCULATED FKQM ILANZ)= 4' SKETCH DETAILS AppRoximATE It AVERAGE DEFM = 1 20G CF OR 7.G Cy 1733 Beach Avenue TOTAL VOLUME k Atlanfic Beach, Florida 19-6 D 19-11 PLANTER- G-3 1/20 11 26-1.5 NEW 20-4 Z CM TO Er 7�-Gw RESIDENCE N IN 9 T > L Pl. C4 C4 F F J_ J X12 ------- ISSUE DECORATIVE STONE POT 0U, description no. date 22 7-07 50%CD SET 01 1-1 4'WIDE RETENTION STRIP STONE WITH SMOOTH RIVER,ROCK 02 2-16-07 DEP SUBMITTAL 00 5MO0_rH RIVER Rocr,To EX15TING WOOD DECK -07 PERMrr5u5mnTAL WHEREVER RIVER PEBBLE MEETS (REDUCED IN 03 G 18 51zt) ALLOW FOR DRAINAGE 2!THICK 5TONE 50FT5CAPE.USE C\I I FROM ROOF RUNOFF Wfr.) c3i PAVING ON EDGE TO CONTAIN I 46 14'-G 1/20 EE�E OF VA—TI 0__T0 CCCL all 7 -'eL2 z Hi d) xe SET STONE ON 4' T PATIO: DEFF UMEROCK RAL 571 ONES WITH-FIGHT Dup'y REVISIONS Z U_ 21 THICK CO ------- ------- I 1 00 BASE;MUD i PATTERN SHOWN TE JOINTS. AFMOXIMA PERIMETERS FOR, I - — — ——— — — —— —— -— — — -- — — 1— no. date description tu 51-a LONG ON5 341 WOE x — —— — — — 7– z A MAX DIMEN51 — M STABILITY _1777 C4 NEW STONE PATH 10-8-07 FIREPLACE IL t < =1 < 0 cl _1.24-6— RA I UJ — — — — — - CHURRA5QUO ku r -22-M INTERIM COORDINATION 2 z IV DUNE MTORATIOW arL r3j__'� ZA 4-10-05 ADDrnoN&nLL i ''"r �MIQY�Y_( 4-29-08 SCREEN ENCL05URE 12 5TONE PA111 1 24 NEW LANDSCAPING- 17 19 23 1'8 id 21 22 C4 5-15-08 ATTIC BUILDOUT RMSx)N5 TO ADM MLL 9-25-08 rfR DEP commms F0714- Y.;" IM DEF COMMEW5 LANDSCAPING- '9_29_O8 REIONS TO 11ANT MATI 5-11-09 HARD5CAPING 29-11 < WOOD FENCE AS APPROVED Scale- le-- I/I G' t 1/28 7-3 1/2' '4 _10 Project No.: OG13 1 15 i6 i 1 4 k CORNM K12 rawn by: GT pILASTEF, K D KG5 Checked by: EX15TING WOOD Sheet Title BA`rrE N WALL EDGE OF FOUNTAIN TO CCCL 1 GI-0 3/80 EDGE OF MA50NRY FENCE To CCCL SITE PLAN O\� if-AD %\ 4T-2 IV ELECTRIC POLE JOG IN PATH TO CCCL umber S eet N cn 4n — Ilk < SEE SHEET 5K 121 FOR 0' ADDITIONAL DIMEN151ON5 0 SK1 20 z a Of "2 13 U W CONSTRUCTION DOCUM fA cc 1 HARDSCAPE PLAN WEST K12 '/4' "-0* 1 21-2 CE 13 r r CL 7�33ONJ Ly LOP ' 5 14 S LOT COVERAGE 7 date V2 r 06 pliance These Design Drawings are in corn with standard4stablished in 628-33.005 FAC. RICHARD SKINNER This certification is based on the Archfitect's current information,knowledge,and belief. & ASSOCIATES,P.L. 1, 9 18 '17 1116 15 2245 St Johns Ave 13 Jacksonville,I'L 32204 904.387.6710 24 FL Lic#AA26000865 — — — — — — —— — — — — — — — — ——— — — —— ---- —— — — — — — —— — ———— — — — — — — — — — — —— — — — — — — — — — —— — —— — —— —— — — — — — — —— — — ———— —— — — — —— — I.—A A R C H I T E C T Consultants I LANDSCAPE DESIGNER ins&Associates F-XI5TING 5PA Benjamin S. Dinki Orange Park,Florida 904.264.6699 STRUCTURAL ENGINEER Atlantic Engineering Services % 20 Mark J.Keister,PE Jacksonville,Florida 904.743.4633 f P 23-4 21 MECHANICAL & ELECTRICAL ENGINEERS Haddad Engineering Inc. Namir A. Haddad,P.E. I I Jacksonville,Florida 904.262.5066 INTERIOR DESIGNER 5MOOTH RIVER ROCK TO Ana Maria Vieira Santos ALLOW FOR DRAINAGE FROM ROOF RUNOFF(rYP.) Av.Lineu de Paula Machado,1330 SAo Paulo Cidade Jardirn Tel.3813-5800 Fax.3813-5657 Seal ry iV" F.Z-. 23 22 PENNINGTON JOHANNPETER RESIDENCE IV 1733 Beach Avenue Atlantic Beach, Floeida NEW z RESIDENCE EX15TING VERANDA 5TEF5 z +1 ---------- ISSUE -7 no. date description z DECK -------------- 0 1 1-17-07 50%CD 5E'r 25-8 02 2-1 G-07 DEP 5L15MrTTAL BMrrTAL 03 G-18-07 PERMIT SU 234 C> —— — —— — — — — — — ——t I CL --- - - - - -- -- - - -- - - - - - - CU - - - - - - ILA 41-Om NEW STONE PATH REVISION 6 1 1 11 Tyr. S 234-r- C4 Cq --- ---- n o.1 date description 10-"7 FIREPLACE RRA5WEIRA 19 )8 17 2-22-08 c"u 21 20 INTEMOR5 CDOWNATON LAND5CAPING- 1AMF RMOMMOW 16 4-1 O-W ADMONAL FILL 4-29-08 SCREEN ENCL05URf 5-15-08 A7TIC BUILDOUT M 51ON5 TO ADUL MLL \It 1 9-25-08 pm'w commi!ws WOOD FENCE A5 APPROVED P"151ON5 TO MAW MATt A 9-29-08 ra Off,COMMEM < 93'-Ow 5-11-09 CCCL HARD5CAPING Scale: I/I G' = 1'-0" 9 54 Project No.: OG13 P To CCeL O�FA- Drawn by: GT Checked by: RGS EDGE OF LANDING TOCCCL Sheet Title 4n SITE PLAN 0 4n < Sheet Number C is SK1 21 of HARDSCAPE PLAN EAST E 0 1/4' 1'-0* CONSTRUCTION DOCUMENTS A C;R;C ;H;;I to & ASSOCIATES,P.L. 1�-9 1/2, PROPERTY LINE 2245 St Johns Ave Jacksonville,FL 32204 ir 904.387.6710 FL Uc#AA26000865 0') HYDRATED LIME PI Z FIN15H WHERE SHOWN ON ELEVATIONS A R C H I T E C T V-3 FULL CUT CORNER BLOCKS WITH Consultants 41.0 NGVD 2"THICKx 10"TALLVENEEK STAGGERED JOINTS BEARING POINT AT DORMERS BLOCKS -COORDINATE 3 LANDSCAPE DESIGNER WITH ELEVATIONS(M.) Benjamin S.Dinkins &Associates Orange Park,Florida 904.264.6699 CORNERPILASTER Atantc rigineering ervices BEARING POINT Ma J. Keister, Jacksonville,Florida 4 MECHANICAL & ELECTRICAL ENGINEERS Haddad Engineering Inc. Namir A.Haddad,P.E. Jacksonville,Florida 904.262.5066 INTERIOR DESIGNER A_J Ana Maria Vieira Santos + _F Ln Av.Lineu de Paula Machado,1330 Cidade Jardim-Sl Paulo —OIL 2G.0'NGVD Tel.3813-5800 Fax.3813-5657 MAIN FLOOR SLAB 24'l NGVD ou ak PATIO ELEVATION Seal - ------ __N� MASONRY FENCE r3 20.77'NGVD 2� 1/4b A��E WE U U 4- 28 THICK CORAL STONE VENEER HAND-CH15ELED FACE aYP.) _J OQ 15.CY NGVD GARAGE FLOOR PENNINGTON JOHANNPETER (' 2 WEST ELEVATION - AT STEPS —5m COM STONE CAP AT END MLA5TEP RESIDENCE 1/4* I'-Ow 20 THICK CORAL STONE VENEER,W1 HAND CH15ELED FACE TO MIN. Go BELOW GRADE(TYP-) CORAL STONE EDGE PAVER 1733 Beach Avenue 2'WIDE X 82 DEEP Y 8N CMU WALL, REINFORCED AND FULL Atlantic Beach, Florida GROUTED. WITH HYDRATED LIME STUCCO FIN15H COURSE Or SMOOTH RIVER 5" CORAL BLOCKS BEHIND FOUNTAIN - ROCK- SEE PLAN DRILLED CH15ELF-D FOR PLUMBING 24lll-G" NGVD NEW PATIO ELEVATION DECORATIVE COPPER VALVE, RESIDENCE SPIGOT, AND ESCUTCHEON PLATE 40 LIMEROCK BASE FOR PAVER CORAL FOUNTAIN BA51N5, STONES AND RIVER PEBBLES - CLOSE FIT, NOT GROUTED ISSUE MUD EDGES FOR STABILITY 0 in no. date description z to 0 1 1-17-07 50%CD SET JU OIL 4 I.0 NGVD z 02 2-1r,-07 DEF5UBMrrTAL BEARING POINT AT DORMERS E DG E DETAIL 00 03 G-1"7 PERMIT SUBMITTAL I" V-O' LU nz ",'L"_�, a_ 0 GROUTED CORAL BASE BLOCKS CL. TO SUPPORT FOUNTAIN V % OL 3G.Cr BEARING POINT 4"COURSE Of SMOOTH T SEE PLAN description F111 RIVER ROCK no. date 0-"7 FIREPLACE in CMUKRASQUERA 2-22-08 INTMORS 000%XNAnON PATIO ELEVATION vuNe Rf5ToRAT*w 24'-G' NGVD & 14-104D8 ADMMN&Fill r V 4-29-08 SCREEN ENCL05URE 4*LIMEROCK BASE FOR FAVER 5-15-W ATTIC BUILDOUT STONES AND RIVEP,PEBBLES- REV15 ONS TO ADM MLL MUD PERIMETERS FOR STABILITY 23'-V NGVD 9-25-08 FERDEPICOMMEW5 WORST-CA5E 9-29-08 REVt510N5 TO MMT hill < FIRD17MMMEM M5TING —RUN PLUMBING TO INGROUND BOX - ELEVATION AT 41 4 AS SHOWN ON SITE PLAN - LENGTH 15-11-09 HARD5CAPING ot 26.a NGVD OF FLEXIBLE DRAIN LINES SHALL MAIN FLOOR SLAB PROPERTY LIN L 4 ALLOW REMOVAL OF BA51N5 Scale: I/I G" = 1'-0" ------ Project No.: OG 13 SLAB AT FOUNTAIN Drawn by: GT PER STRUCTURAL Checked by: RG5 CONTINUOUS GRADE BEAM Sheet Title 20.7 E GRADE FID --------------------- < CL PIN-MOUNTED BRONZE 4 LETTERS AND NUMBERS SITE PLAN (CONFIRM TEXT W1 OWNER) -----—----------——----------- HIM I r" 3 3 Sheet Number ref6glo no orelo 15.(Y NGVD GARAGE IMF, REF. STRUCTURAL .............. to V 21 THICK CORAL STONE VENEER-tiAND-CHISELED FACE- 10* HIGH BY 34lllll LENGTH.VERTICAL JOINT5 RANDOM aYPJ _� MASONRY FENCE & SK1 22 FOUNTAIN of K`1� WEST ELEVATION AT STREET CONSTRUCTION D07MENTS $K1 2� 114' 1'l ---------------- These Design Drawings are in compliance with standards established in 628-33.005'Ac RICHARD SKINNER This certification is based on the ArchtiteciVs _F------------I- q ? rr current information,knowledge,and belief. N & ASSOCIATES,P.L. 2245 St Johns Ave Jacksonville,FL 32204 n--------------n 904.387.6710 FL Lic#AA26000865 Consultants _J D PE DESIGNER :J Benjamin S.Dinkins&Associates Orange Park,,Florida 904.264.6699 STRUCTURAL ENGINEER Atlantic Engineering Services Z Mark J.Keister,PE Jacksonville,Florida 904.743.4633 ..... ......... MECHANICAL & Haddad Engineering Inc. AMR Namir A.Haddad,P.E. BE ii=_ Jacksonville,Florida 904.262.5066 AT VERANDA BASE. 5'THICK CAP INTERIOR DESIGNER STONE WITH 1/28 OVERHANG TO MATCH RETAMING WALLS(M.) Ana Maria Vleira Santos ILE 111'i I U]--, I -U1\ Av.Lineu de Paula Machado, 1330 71 H.B. Cidade Jardim-Sao Paulo 2'THICK CORAL STONE VENEER- Tel.3813-5800 Fax.3813-5657 CUSTOM BRONZE HANDRAIL HAND-CH15ELED FACE Ll [El AND ACCESSORIES Seal r4� (`)� SOUTH ELEVATION �kl 2 1/4* 1�-O* PENNINGTON JOHANNPETER RESIDENCE H I I H I Atlantic Beach, Florida --------------------- I NEW RESIDENCE ENSURE CLEAN.5OUD MORTAR JOINT AT FINISH TRANSITION CUT VENEER FROM SOLID BLOCK5 TO WRAP ISSUE r ALL EKP05ED MA90NRY TO 00 EXP05ED WALL ENDS OR CORNM RECEIVE FINISH TO GBELOW no. date description GRADE(OR TO PAVEMFNTf Of 1-17-07 50%CD 5ET Q 81/2 1/2' 11-1 J12* V-1 1/2' 1/2' OVER11ANG AT CAP 02 12-16-07 DEP 5UBMITTAL 1/27 OVERHANG AT CAP OVERHANG AT CAP 03 6-1&07 PERMIT SUBMITTAL 9 112' 5' CORAL STONE CAP 5 CORAL STCRE CAP 5* CADRAL STONE CAP in C'4 1/2' 1/2" STUCCO TO G'BELOW GRADE REVISIONS AT LANDSCAPE 51DE(5) _---5TON1E VENEER TO G*13ELOW 2THICK CORAL STONE VENEER TO G' no. date description GRADE AT LANDSCAPE 51DF BELOW GRADE AT LANDSCAPE 51DE _�--PENETRATINGWATERPROOI`ING z BY STUCCO MANUFACTURER 10-8-07 FIREPLACE MEMBRANE WATERJ7,00FING CMU WALL REINFORCED lu V CMU WALL REINFORCED CMURRASC)UEIRA/ AT RETENTION SIDE ffYP.) AND FULLY GROUTED I- AND ILILLY GROUTED A& 2-22-08 INTMOK5 COOFVNATION .02 n %n R_ DUNE F15TORATIOW 8'CMU WALI,REINFORCED MEMBRANE WATERPROOFING HYDRATED LIME STUCCO, ADDITIONAL FILL !z 4-10-08 AND FULLY GROUTED AT RErENTioNSiDE mir.) SMOOTH FINISH.PAINTED 4-29-08 SCREEN ENCL05URE U) UJ lu MEMBRANE WATERPROOFING AT 2'THICK CORAL STONE VENEER- HYDRATED LIME STUCCO. RETENTION SIDE(TYF.) 5-15-08 ATTIC:BUILDOUT �HAND-CH15ELED FACE SMOOT"FINISH.PAINTED < w/&oNs To ADvL FILL 9-25-08 FMDEFCOMMEW5 COORDINATE WTM SITE I H COORDINATE WITH 5" STOP STUCCO AT PAVEMENT, MAN PLAN CAM STUCO Q,BELOW PTVI51ONS TO ILANT MAT'L nN15HED GRADE AT 501L- 9-29-08 PER DEP COMMENTS COORDINATE V4TH SITE PLAN 15-1 1-09 1 HARDSCAPING Q WOODEN GATE TO MATCH Scale: IIIG" = V-01 WOOD 51DING AT GARAGE- CONTINUOirn GRADE BEAM CONTINUOUS GRADE BEAM CONTINUOU5 GRADE BEAM- ROCKY MOUNTAIN E414 GATE WALL ON NORTH 51DE OF SEE STRUCTURAL Project No.: OG 13 HARDWARE TO MATCH DOORS DRJVEWAY(BEHIND) Drawn by: GT FIN15HED GRADE AND Checked by: PG5 LANDSCAPING BEYOND Sheet Title MAILBOX IN NICHE BUILT CL INTO RETAINING WALL 0 %n I -----------------------------% Zn SITE PLAN I ok 2'47 2-a Z-O' --------------- -H Sheet Nurn T'ITICAL UNLE55 OTHER"5E NOTED ON PLAN L PLATFORM AT STEP5.. SEE PLAN S Of E ( 4 OUTH ELEVATION AT DRIVEWAY r3 NORTH ELEVATION AT DRIVEWAY 1/4" = 1'-0" ( 2 RETAINING WALL DETAILS ty.D �"2 �Kl 2� 1/4 2� 3/4 CONSTRUCTION DOCUMENTS These Design Drawings are in compliance with standards established in 628-33.005 FAC. RICHARD SKINNER This certification is based on the Archtitect's current information,knowledge,and belief. & ASSOCIATES,P.L. 2245 St Johns Ave Jacksonville,FL 32204 904.387.6710 FL Lic#AA26000865 A R C H I T E C T Consultants LANDSCAPE DESIGNER I Benjamin S. Dinkins&Associates Orange Park,Florida 00 904.264.6699 STRUCTURAL ENGINEER Atlantic Engineering Services Ma J. Keister, jacksonvil e,F ori a 904.743.4633 MECHANICAL & ELECTRICAL ENGINEERS Haddad Engineering Inc. Namir A.Haddad,P.E. Jacksonville,Florida 904.262.5066 ------- r--------i ------- r--------i INTERIOR DESI Ana Maria Vieira Santos 21 THICK CORAL STONE VENEER- Av. Lineu de Paula Machado,1330 HAND-CH15ELED FACE!(TYP-) Cidade Jardim-Slo Paulo Tel.3813-5800 Fax.3813-5657 ILE: Seal —---------- ------ 2"THICK CORAL STONE VENEER- HAND-CH15ELED FACE MT.) ------- E7_4 ------- ---------- NORTH ELEVATION ---- ------- -- ------------ - -- W 24 1/4 P E N N I N G TO N JOHANNPETER RESIDENCE 1733 Beach Avenue Atlantic Beach, Florida NEW RESIDENCE ISSUE no. date description 01 1-17-07 50%CD5Er 02 2-1"7 DEF5UBMrTTAL 03 G-18-07 PERMIT 5LIBMITTAL Ch CN REVISIONS no.1 date description 10-"7 FIREPLACE CtIURRASQUE]RAI W 2-22-08 IWITMOR5 COORDINAMON 4-10-08 "E FIIow AVOWNAL FILL 4-29-08 5CREEN ENCL05URE 5-15-08 ATTIC BUILE)OLIT RIMSION5 TO ADDL MLL A& 19-25-08 rm ow commEm5 WASION5 TO MAW MAI < 9 29-OB rM DEF COMMENM 5-11-091 HARDSCAPING olt Scale: I G" = P-o" Project No.: OG 13 Lu Drawn by: GT Checked by: KG5 LLM 111 [D Sheet Title ------------ --------------------------------------------------- 24 THICK CORAL 5TONE VENEER- HAND-CH15ELED FACE WYr.) SITE PLAN ------------------ Wet Number .0 EAST ELEVATION SK1 2 W 24 1/4 U of E 0 ;51 ONSTRUCTION DOCUMENTS Fc 0 RICHARD SKINNER + + 0 & ASSOCIATES,P.L. U. 0 111 C< 7777 P- 2245 St Johns Ave Jacksonville,FL 32204 904.387.6710 16 17 18 19 20 FL Lic#AA26000865 13 C-4 CU 14 f5 r- W- + + 15 F 14-6 16-2 F A R C H I T E C T Consultants L C( 1ANDSC, LCONCRETE F007ING LANDSCAPE ARCHITECT 40'-80 SO 10-4-m 7 TBA DEEP WIE EACH WAY *`OM �5 AT EACH STRUCTURAL ENGINEER --Ao% 11 . Atlantic Engineering Services RNER VERTICAL' Mark J. Keister, PE LL ALL CELLS Jacksonville, Florida OLID WTTH 1 14-1 904.743.4633 000 PSI GROUT1-3 14 12 MECHANICAL & ELECTRICAL ENGINEERS TBA INTERIOR DESIGNER RINK Design Partnership Larry Wilson, IIDA,ASID + + Jacksonville, Florida LL. Lt- 904.396.6353 Se mm i KWI 17-0 �,D LrJ 17� 1 V' 15-4 CU L q-9 18 1 " L CU TOF +11 - I L�:n 1 -2 1 -7 19 "D . 1 -0 +12' 1 rl I I fit TOF +13 F +16'-2 TOF +16'-2* CD 20 PENNINGTON 3 S6.3 JOHANNIPETER du 11-5 RESIDENCE 1 -3 --NE PAVERS ON 21 1 -8 40 CONCRETE SLAB 1733 Beach Avenue WITH 6X6 W1.4XW1.4WWM Atlantic Beach, Florida Ti -1 R Fm NEW RESIDENCE cu N A Fl/ +16' 2* 1 L. — ++ To +191-,-* k -J L SC4 ———————-- -——————- --L-r ISSUE 1=4 2 F1 + r�' no. escrip ion 6.2 Ou L L m"" �ML 'D ON I- Fm1 71N N N N N W N N 71611 "T '.t L0 to cu- tl.,CU- ..C�r REVISIONS cli no. date description t 05.11.09 SUE PLANS 17 18 19 RIF �0 21 22 '23 J 2# Scale: Project No.: OG13 14 15 16 1 Drawn by: SCD TOF +22*-2m Checked by: MJK 0 C-4 Sheet Title 1 1 115W01XV-3 5/8- MASONRY PI WITH 1#5 AT EACH + CORNER FILL REINFORCED CELLS RETAINING U. 1116 AND ALL CELLS BELOW GRADE R f2 SOLID WITH 300OPSI GROUT WALL PLAN RETAINING WALL PLAN Sheet Numb7r NOTES: 1. SEE SO.1 AND SO.2 FOR GENERAL NOTES. m 2. SEE S5.1 AND S5.2 FOR TYPICAL DETAILS. AtUrOc N%mi ME%"mbym- Ismims S64, 1 6501 Arlington Expressway, SuRdIng 8 Of Suite 201 Jadcoonville m Florida 32211 Phonc 904.743.4633 Fox: W4.725.9295 &nov: luxoftv�corm Pro*t.No. 306.268 CONSTRUCTION DOCUMENTS RICHARD SKINNER 0 & ASSOCIATESIP.L. N 2245 St Johns Ave Jacksonville,FL 32204 �11 9 9 1 0 04.387.6710 F L Li Wo L Lic#AA26000865 —fL SEE PLAN ONCRETE SLAB T P A R C H I T E C T �SEE PLAN STONE PAVERS SEE ARCH RETAINING WALL F L EE SCHEDULE Consultants NE PAVERS 77�... ... SEE ARCH LANDSCAPE ARCHITECT y SEE SCHEDULE r E PAVERS #3 NOSING BAR TBA RETAINING WALL #3 NOSING 13AR COMPACTED FI STRUCTURAL ENGINEER SEE ARCH NCRETE SLAB Atlantic Engineering Services �SSOEE PLAN MarkJ. Keister, PE Jacksonville,Florida 904.743.4633 EE; 7 MECHANICAL & ELECTRICAL ENGINEERS TBA SECTION COMPACTED FI SCALZ �S&2/ INTERIOR DESIGNER RINK Design Partnership SECTION Larry Wilson, [IDA,ASID 1 —0 ��.2 Jacksonville,Florida SCALE: 2J4 CONT 904.396.6353 Seal j MARK J 14-15 PENNINGTON JOHANNPETER RESIDENCE "U" BLOCK MU NUN BLOCK 'WITH 1 J5 CONT WITH 1#5 CONT PAT 2'—O*OC, FILL 1733 Beach Avenue ONFORCED CELLS AND + ALL CELLS BELOW GRADE Atlantic Beach, Florida `5 AT 2'—O*OC, FILL SOLID WITH 3000 PSI GROUT AEINIFORCED C8XS AND ALL CELLS BELOW GRADE NEW SOLID WITH 300OPSI GROUT REFLECTING POOL RESIDENCE fff OTHERS STONE PAVERS SEE ARCH ISSUE UD SLAB no. date description MIN SMNE PAVERS UD SLAB L SEE- ARCH COMPACTED FILL IIE —0" THICK CONCRETE MAT 'WITH #4 AT 1 _WOC EACH WAY TOP AND BOTTOM REVISIONS MPACTED FILL no. date description 9 05.11.09 SITE PLANS NCRETE FOOTING WITH ETE FOOTING WITH 0#4 CONT AND #4 TRANSVERSE .30 CLR R AT I'—O"OC TOP AND BOTTOM 10#4 CONT AND tN4 TRANSVERSE 3" CLR AT I'—O"0C TOP D BOTTOM AL �.O. Scale: go 3 9_30 Project No.: OG13 3*—r Drawn by: 5CD IV—or — Checked by: MJK ' S e Title SECTION SECTION RETAINING SCALE: 1 0-0 a �.2 SCALE: it-ON WALL PLAN Sheet Number S6e2 AUMIM onew" swvftn 6501 Arlington Exprewway, Building 8 Of Suits 201 JadmAe a Florida 32211 Phone 904.74146M Fox 904.725.9295 Emoll: loxftesplew Prolwt No. 3N.M CONSTRUCTION DOCUMENTS RICHARD SKINNER E & ASSOCIATES,P.L. N SEE PLAN 2245 St Johns Ave Jacksonville,FL 32204 904.387.6710 MU OU* BLOCK FL Lic AA26000865 WITH 1#5 COW ----EXISMNG EXISITNG -TFr,-q-- a A R C H I T E C T 2#4 COW STONE PAVERS NE PAVERS CONCRETE SLAB SEE ARCH #3 NOSING BAR ONCRETE SLAB SEE ARCH EE PLAN MAIN FLOOR --VERTICAL REINFORCING Is I Consultants EE PLAN N FLOOR EL 25 —so SEE SCHEDULE EL 25 LANDSCAPE ARCHITECT 7 TBA ET LL ALL CELLS SOLID 1=1 I JE-1 I :-I I IE1 I IE WITH 3000 PSI GROUT L STRUCTURAL ENGINEER Atlantic Engineering Services 1-11 F:-:1 1 —11 F�El I I rk J. Keister, PE Ma Jackso nville, Florida 904.743.4633 7 . COMPACTED FILL COMPACTED F! MECHANICAL & ELECTRICAL ENGINEERS MUDSLAB ................................... MUD S2 11- TBA 9_4100C 3* CLR #4 2#4 COW #3+HK AT I _4100C DRILLED AND EPDXIED INTERIOR DESIGNER MIN INTO EXISTING CONCRETE i RINK Design Partnership J: MIN EMBEDMENT Larry Wilson,IIDA,ASID NCRETE FOOTING SEE SCHEDULE Jacksonville,Florida a. 904.396-6353 Se 435 MArd( J TYPICAL RETAINING WALL D ETAI L SECTION SCAM- 1 0-0 a SECTION - Jw M t— S11.3 WA m. is-00 NS6.3/ SCAM 1 0 TYPICAL RETAINING WALL SCHEDULE H A 8 VERTICAL WALL FOOTING REINFORCEMENT REMARKS PENNINGTON REINFORCEMENT 2— PETER 4N 2 —0 0 5 AT —4" 1 3' -000C RESIDENCE 180C T 21 CENTERED 6#4 COW WITH #3 TIES A 39-5* TO 2'-4N 3'10w #5 AT 16 —4* 11 F.7. 5# EXISTING 5 9— 0 8#4 CONT WITH #3 TIES AT 5 —4* #6 AT I VOC 2" CLR 0 x TO 1733 Beach Avenue 3' N SEE PLAN Atlantic Beach, Florida TIT . NEW MU *Uw BLOCK WITH 1#5 COW RESIDENCE PLANTER .7 ISSUE noldate description as wil" a CENTERED IN T 4. VERTICAL REINFORCI SEE SCHEDULE HEMICAL GROUT SEE PLAN ------+'lLL ALL CELLS SO D REVISIONS WITH 3000 PSI G LIT no. date description CMU "U* BLOCK 9 o5mm Sm PLANS WITH 1#5 COW IMA 2 1/20 CLR NCRETE SLAB SEE PLAN STONE PAVERS -#5 AT I 9_'VOC SEE ARCH VERTICAL REINFORCING AT 1#-4wOC SEE SCHEDULE Scale: A�.- OG13 Project No.: Pf, �T—1r=T—,,.T I r=' ' III 5CD Drawn by: FILL ALL CELLS SOLID MJK Checked by: WITH 3000 PSI GROUT Sheet Title CONCRETE FOOTING RETAINING SEE SCHEDULE WALL 3 77 .7 S 'V_4N ECTIONS FOOTING WITH 5 P-00 S eet Number CONCRETE. 10#4 C014T AND #5 AT I I-000C MM.%SRSE TOP AND #4 AT I.-ONOC BOTTOM TRANSVERSE SECTION- S6e3 Mmnuc Enonseang Senftm �.3 6501 Arlington ExpremewaY, Building 8 SCAM- ON Suite 201 Of JaciumAle a Florida 32211 Phone: 904,7414633 FO)c 904-725-9295 Emo& jdx0Q89PJ=n STRUCTION DOCUMENTS Project No. 306.268 S�0 I R C H r F C( LANDSC, jITECT LL I FS These Design Drawings are in compliance with standards established in 6213-33.005 FAC. RICHARD SKINNER based on the Archtitect's This certification is— fedge,and belief. & ASSOCIATES,P.L. N rent information,know . . . . . . cur . . . . . . 2245 St Johns Ave C C4 Jacksonville,FL 32204 20 904.387.6710 K12 17 1'8 1,9 22,- 1i6 FL Lic# AA26000865 19-6 21-2 23 24 OVER.HEAD fLECTRJC POI F K12 14 15 1, 1 0 15 lu 4 7- — — — — — — — — — — — — — U_ 0 — — — — — — — — — — — — — — — — - eq 0 — — — — — — ---- LU __1 IL LE lu 17-0 154 13-8 <LU Z I T E C T Za -----_ lu z Itants 1734 u U_ 5URfACE5 AREA CALCULATION5 ------�L—LOWED50%MAX Of AREA PEI<Al LAN I IU QCMA I LANDSCAPE DESIGNER A5 ORIGINALLY PERMITTED: 19,490 5f Benjamin S. Dinkins&Associates ION A CALCULATED FROM DEED DE5CRJPT Orange Pa COVERAGE) rk,Florida 3,970 5f(20.3%LOT EY15TING BUILDING5 4 HARD5CAPE 5URFACE5 5,825 5F 904.264.6699 PROP05ED BUILDING5 F PROP05ED DRJVE5,WALK5 TERRACE5 1,5905 25-8 1 7,415 5F(.38%LOT COVERAGE) STRUCTURAL ENGINEER TOTAL COVERAGE 3,445 5f(17.7%NET GAIN) Atlantic Engineering Services DRJVEWAY PAVING: NET GAIN Mark J. Keister,PE CONCIF;�ff�EWITH�CA5T Jacksonville,Florida 1[4-11! OY5TER 5HELL 5UPFACE PROP05ED REVI51ON5: 904.743.4633 14 19,490 5F < 13 ED DE5CRIPTION A CALCULATED FROM 12 EX15TING BUILDING5*HARD5CAPE 5URFACE5 3,970 5F(20.3%LOT COVERAGE) MAILBOX IN NICHE MECHANICAL & 5,825 5F 15UILT INTO PROP05ED BUILDING5 2,193 5f ELECTRICAL ENGINEERS RETAINING WALL PROP05ED DRJVE5,WALK5 TERRACE5 8,015 5F(4 1.1%LOT COVERAGE) Haddad Engineering Inc. TOTAL COVERAGE 4,048 -1 GAIN) P.E. 5F(20.8%Nt Namir A. Haddad, NET GAIN Jacksonville,Florida 2 1 1-G" 904.262.5066 EX15TING VERANDA INTERIOR DESIGNER rol-10" E5 AREA CALCULATION5 1733 ONLY 3#-2* Ana Maria Vieira Santos PER ATLANI ic;BEACH WK 1330 PEI�r.TO ALLOW/E 50%MAX Of Av. Lineu de Paula Machado, HOU5E A5 OFJGINALLY ft Cidade Jardim-Sdo Paulo LCU6KT—EDFPOM DEED DE5CRIPTION 15,991 5F Tel.3813-5800 Fax. 3813-5657 AREA CA 2s, 1 11 HARD5CAPE 5URFACE5 2,322 5f(14.5%LOT COVERAGE) - 18-8 EX15TING 13UILDING5 PFOPO5ED BUILDING5 4,812 5F 505 5F Sea 0 LU 04 WALK5 TEWACE5 LO ILL I 1 1 U PROP05ED DRIVE5. 16 5.917 5F(35.1-,rT rr)VFRAGE) n U 0 17 TOTAL COVERAGE lu r_ 15-9 IMPORTANT: U NET GAIN 3,295 5f(20.G%NET GAIN) 15-9 1 LINE5 5HOWN AND DImtN5ION5 GIVEN ARE TO FACE Of FIN15H 18 16-2 -2 i 411 21 W15E -------- UNLE55 NOTED OTHER Mopo5ED REV15ION5: EXISTING RESIDENCE AREA CALCULATED FROM DEED DE5CRJPT1ON .991 5f 31-311 1&7 e 2,3 2 2 5F(14.5%LOT COVERAGE) EX15TING BUILDING5 4 HARD5CAPE 5URFACE5 1733 BEACH AVENUE 19 -0 4,812 5f 17 pROP05ED BUILDING5 = 1.722 5f PROP05ED DNvE5,wALK5 TERRACE5 G,534 5F(40.9%LOT,COVERAGE) LINE Of PREVIOU5 RETAINING WALL TOTAL COVERAGE 4,212 5F(2G6.4%NET GAIN) (DEMOL15HED) NET GAIN 3'-0" '0� e TO_WUL CLEA —9 C4 GENERAL NOTE5 20 WALKWAY/LANDING PAVING: PENNINGTON V RJVER,ft _5 Mr,RETENTION: MIN. 2"THICK CORAL 5TONE TILE5 BED5 OF RIVIER ROCr 28 18*X 30WITH COORDINATING AREA CALCULATED FROM PLAN5 5 5f JOHANNPETER 17-5 4- FULL GROUT JOINT5 APPROXIMATE/AVERAGE DEPTH ru 95 Cf OR 3.5 CY U-1 TOTAL VOLUME 17-10 RESIDENCE z 0 0 EXTERIOR 5TEP5: LiMEROCK BA5E FOR 5TONE PAVING ARFA5: G 18 5F COPAL 5TONE TREAD5 5'HIGH x ku AREA CALCULAT D FROM PLAN5 = 21 1&8 4- 14" DEEP(EXP05ED)-5EE ROXIMATE/AVERAGE DEPTH = APP 1733 Beach Avenue CF OR 7.G CY 5KETCH DETAIL5 20G TOTAL VOLUME < 1 Atlantic Beach, Florida 0 D 12 -PLANTE 26-1.5 GI-3 112" NEW CMIU TO EP Z 2 9 RESIDENCE lu 71-G." eq t105ING, Ln I-- --- ---- ------ - -- -- - 9 --J L CM -C'L-- 7- > < (L C14 L U_ U 0 ISSUE UJ _J DECORATIVE 5TONE POT tu ----------- no. date description V) ell c4 c14 -07 50%CD 5ET 1-17 22-0 0 -07 DEP 5UBMITTAL 4"\AADE RETENTION 5TRIP BRIDGE 02 2-IG 5TONE WITH 5MOOTH RIVEF,ROCK ------ EX15TING WOOD DECK RMIT 5UBMITTAL 03 G- 15-07 PE CED IN 51ZE) WHEREVER RIVER PE1313LE MEET5 ALLOW FOR DRAINAGE 5MOOTH RIVER ROCK TO 5OFT5CAPE, U5E 2"THICK 5TONE M ROOF RUNOFF(TYP-) FR.0 -- ---- - N 112" 2. 14'-G PAVING ON EDGE TO CONTAI 4" E OF PATIO TO CCCL ILI U, 4 z 25-6 LU U_ 5ET 5TONE ON 4l' ATIO: 0 P REVISIONS DRY DEEP LIMEROCK 0- Z U_ 2'THICK CORAL 5TONE5 WITH I IGr1 I no. date C4 00 description 13A5E; MUD b — — — — — — — — tu U-1 PEFJMETER5 FOR Ln JOINT5. APPROXIMATE PATTERN 5HOWN DE x 5'-0'LONG MAX DIMEN51ON5 34"WI 1 5TONE PATH A I z 1 1,- i --T--- - 'I I i NE 5TABILITY 7" 0-8-07 FIREPLACE 7-7 -7 _ U LL -- — — — — — _775-, ,7 2 CHURRA50UEIRA/ W 7 00 _4�— — — — - — — — 2-22-05 U-1 INTr jOR5 COORDINATION Ln lu DUNE RMTORATION/ q U_ Z 31-1 4-10-08 ADDITIONALFILL Vl;"�Y%4 '1!J' TYP. 7K F12 1.1 0 4-29-08 5CREEN ENCL05URE 24 5TONE PATH LAND5CAPING- 0 NEW 5-15-W ATTIC BUILDOUT U_ 17 19 23 18 20 21 22 REV15ION5 TO ADUL FILL 9-25-08 PER DEP COMMENT5 AIN - FO REV 51ON5 TO PLANT MA LAND5CAPING- 9-29-045 PEP DEP CommfNT5 ";3o 5 -09 HARD5CAPING 4� 29-11 WOOD FENCE A5 APPROVED -011 III G" < Scale: 4 7-3 112" 2 I 2'-2m OG 13 CIA Project No.: 92 7-3 112 6� \ jr A 4 15 1�6 GT K12 Drawn by: CORNEF,, t pILA5TER, 12 hecked by: RG5 C C" rl Sheet Ti I tie EX15TING WOOD BATTEN WALL EDGE Of FOUNTAIN TO CCCL I G'--O EDGE Of MA5ONkY FENCE TO CCCL SITE PLAN O\, 1EAD 45'-2 1/& Q_ ELECTRIC POLE JOG IN PATH TO CCCL Sheet Number -------------- 0 5EE 5HEET 5K 121 FOR, tn Ln F' < ADDITIONAL DIMEN51ON5 3: Doe SK1 20 00 be z Of 13 T WEST CONSTRUCTION DOCUMENTS HARDSCAPE PLAN tn C D AREA F e e De n Drawings i s � T's s sig e t 7ah d th tandards wi is c fic ti I lis E Thert a n s based curre�t nforma Ion kno 5 17-0 A R C 4 0 C ns CLEA RP To 65 P7HO_ E -0 7 16 MP' A TC N H :01 5 OWN G EEN A R�E T)7D EN51ON5 V ACEIM F FIN15H 0 UNLE55 N D OTHEKW5E 17� 7-5 _L 1 7-i4o E7 Tdescriptio7nl K12 ''-0" U � . / These Desi gn Drawings are in compliance with standards established in 6213-33.005 FAC. RICHARD SKINNER This certification is based on the Archtitect's current information, knowledge,and belief. 19 18 17 15 23 14 2245 St Johns Ave 24 Jacksonville, FL 32204 904.387.6710 Consultants SIGNER LANDSCAPE DE Benjamin S. Dinkins&Associates Orange Park,Florida 904.264.6699 STRUCTURAL ENGINEER Atlantic Engineering Services 20 Mark J. Keister,PE Jacksonville,Florida 904.743.4633 23-4 21 MECHANICAL & ELECTRICAL ENGINEERS Haddad Engineering Inc. Namir A. Haddad, P.E. Jacksonville,Florida 904.262.5066 5MOOTH RJVER ROCK TO INTERIOR DESIGNER ALLOW FOR DRAINAGE Ana Maria Vieira Santos FROM ROOF RUNOFF(rYP.) Av. Lineu de Paula Machado, 1330 Tel. 3813-5800 Fax. 3813-5657 Y. Seal 23 22 PENNINGTON JOHANNPETER RESIDENCE El ---------------- 1733 Beach Avenue Atlantic Beach, Florida NEW RESIDENCE UJ ISSUE DECK z no. date description 03 G-1.5-07 PERMIT 5UBMITTALuw1 0 1 1-17-07 50%CD 5f-T 02 2-1 G-07 DEP 5LI15MITTAL --CC / � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t - - | � - - - - - - - - - - - - - - - - - - - - - - - _- - \ NEW 5TONE PATH � 6 ^ / Cv REVISIONS ^n / I no. date description 10-8-07 FIREPLACE / / \ / � �� \ � ' `. / / 16 / I 0_()t3 DIE Rf5TORATIOW ___ . . ___ � � ___ . . ___ � . ___ . � _-_ � . ___ -'+r�` `''-===-`�'�=�=-�-`�=-=-��=�==� � --�� / 5-15-08ATT � — --' -1C 13UILDOUT WuuurENCEaoAPrROVcv \ � REV 51ON5 TO PLANT MATL Consulta VIE [n.. El / | � 03 ~� � -- _ FENCE TO | 5-11-09 HARD5CAPING SITE PLAN kn Number Sheet '0 SK1 21 ~- Project No.: OG 13 izz � � _-__' � PATH � TO CCdL __-_--_-__ rr '-__---- \ ' Checked by: RG5 Drawn by: GT . / / I Sheet Title / � / � / | .�' � I hese Design Drawings are in c01111JIldillLr with standards established in 628-33.005 FAC. RICHARD SKINNER This certification is based on the Archtitect's . . — - 0 & ASSOCIATES,P.L. o�,know' ' ge,and belief. current informati 2245 St Johns Ave Jacksonville,FL 32204 K12 17 �20 21' 22, -23 904.387.6710 19-6 21-2 FL Lic AA26000865 OVERHEAD 23 ELECTRIC POLE K12 24 14 15 vi lu LO ---- --- 3-- U- 0 — — — — — — — — — — 0 - — — — — — — — — — — — — — — — U-1 U r C4 0— U, 17-0 154 2 13-8 <U-J z U- A R H I T E T 9 4'-0" n --- z CLE R ATION5 - 1773 1734 Consultants ACF5 AREA CALCU A IMPE OU5 5Uff 0%MAX OF AREA PER ATLANTIC BEACH LUK ALLQWrI LANDSCAPE DESIGNER d GINALLY PERMITTED: AS ORJ [ON 19,490 5F Benjamin S. Dinkins&Associates AREA CALCULATED FROM DEED I)tbCKJPT -HARD5CAPE 5URFACE5 3,970 5F(20.3%LOT COVERAGE) Orange Park,Florida EXISTING BUILDINGS 4 5,825 5F PROPOSED BUILDINGS 904.264.6699 25-8 PROPOSED DRJVE5,WALKS TERRACES 1,590 5F DRIVEWAY PAVING: 7,415 5F(38%LOT COVERAGE) STRUCTURAL ENGINEER TOTAL COVERAGE CONCRETE'VVITH CA51 <J 3,445 5F(17.7%NET GAIN) Atlantic Engineering Services WET GAIN OYSTER SHELL SURFACE Mark J. Keister,PE 114 Jacksonville,Florida 14 13 12 PROPOSED M1510N5: 904.743.4633 MAIL13OX IN NICHE DEED DESCRIPTION 19,490 5F BUILT INTO EXISTING BUILDING5 HARD5CAPE 5URFACE5 3,970 5F(203%LOT COVERAGE) MECHANICAL & RETAINING WALL 5,825 5F PROP05ED BUILDINGS 2,193 5f ELECTRICAL ENGINEERS PROP05ED DRIVE5,WALKS TERRACES TOTAL COVERAGE 8,0 18 5f(4 1.1%LOT COVERAGE) Haddad Engineering Inc. 4,048 5F(20.8%NET GAIN) Namir A. Haddad, P.E. NET GAIN 2 I'-G" EX15TING VERANDA Jacksonville,Florida </ 904.262.5066 G'-1011 3'-2" I INTERIOR DESIGNER PEE! .TO ULATION5 - 1733 ONLY R,,f E5 AREA CA Im E IOU5 5URf Ana Maria Vieira Santos HOU E F AREA PEP,AT TIC BEACH LDR Av Lineu de Paula Machado, 1330 AS ORIGINALLY PERMITTED: Cidade Jardim-S5o Paulo 18-8 11-11 AREA CALCULATED FROM DEED DESCRIPTION 15,991 5F Tel. 3813-5800 Fax. 3813-5657 7-01 0 tu 4 EX15TING BUILDINGS*HARD5CAPE 5URFACE5 2,322 5F(14.5%LOT COVERAGE) U C\I 15-4 4,812 5F PROPOSED BUILDINGS = 505 5F Seal 0 17 U PKOP05ED DRIVES. WALKS 4 TERRACE5 = U r- -9 15-9 IMPORTANT: 5,G 17 5F(35.1%LOT COVERAGE) 15 U TOTAL COVERAGE LINES 5H 5 OWN AND DIMENSION NET GAIN) NET GAIN 3,295 51'(20.G% 18 GIVEN ARE To FACE OF FIN15H 4 16-2 1 21-2 UNLE55 NOTED OTH 31-3H 16-7 EXISTING RESIDENCE PROP05ED REV15ION5: AREA CALCULATED FROM DffD DESCRIPTION 15,991 5F 1733 BEACH AVENUE 2,322 5F(14.5%LOT COVERAGE) 19 17-0 ILDING5 4 HARD5CAPE SURFACES EX15TING BU 4,812 5F PROPOSED BUILDINGS LINE OF PREVIOUS RETAINING WALL PROP05ED DRIVE5,WALKS TERRACES 1,722 5F TOTAL COVERAGE G,534 5f(40.9%LOT COVERAGE) (DEMOL15HED) NET GAIN 4,212 51'(2G.4%NET GAIN) J 41-0 CLEA TO QMU 9 20 GENERAL NOTE5 WALKWAY/LANDING PAVING: IM W. 2-THICK—COM STONE TILES PENNIN TON G 180 X 3G"WITH COORDINATING VIER ROCK/RIVER PEBBLES FOP,RETENTION: BED5 OF R! 17-5 FULL GROUT JOINTS AREA CALCULATED FROM PLANS 285 51' 4' JOHANNPETER ERAGE DEPTH APPROXI MATE/AV 17-101 95 CF OR 3.5 Cy TOTAL VOLUME z 0 RESIDENCE 18-3 EXTERIOR STEPS: CORAL STONE TREADS 5"HIGH x ILI LIMEROCK BASE FOP,5TONE PAVING AREA5: 21 14"DEEP(EXPOSED) SEE G 18 5F AREA CALCULATED FROM PLANS SKETCH Dt 4- APPROXIMATE/AVERAGE DEPTH h Avenue 1733 Beac 206 Cf OR 7.G Cy TOTAL VOLUME < lantic Beach, Florida At 19-6 J 19-11 0 PLANTER- G-3 112" 26-1.5 9 20-4 NEW z C14 UJ 71-G CMU EP 05IN LU I-- --- ----- > 1"1 19 RESIDENCE C14 C4 t4 L n4---C CN C14 04 C14 L_r ------ C4-- tL- 0 IU tu ti ku DECORATIVE STONE POT ISSUE tn Ln 04 N CN description no. date 22-0 01 1-17-07 50%CD SET 4"WIDE RETENTION STRIP '77777' WITH SMOOTH RIVER ROCK TTAL 02 2-1 G-07 DEP 5UBMI to H RIVER ROCK TO EX15TING WOOD DECK WHEREVER RIVER,PEBBLE MEETS SMOOT IT SUBMITTAL 03 r.-15-07 PERM 5OFT5CAPE, USE 2"THICK STONE ALLOW FOR DRAINAGE ------- (REDUCED IN 5[Zt) ON FROM ROOF RUNOFF(TYP-) PAVING ON EDGE TO CONTAIN 14'- IT CCL 0 $- I U.J EDGE Of= ONT tu 2-4 z U.J IL ON 4" 0 PATIO: SET STONE CL DEEP UMEROCK 25-6 Z U- 13 2p HICK CORAL-9;;I�ONE5 WITH TIGHT DRY REVISIONS 00 A51f; MUD J JOINTS. APPROXIMATE PATTERN SHOWN tu tu PERIMETERS FOR — — — — — --- — — — no. date description z MAX DIMENSIONS 34P WIDE x 5'-0`LONG z STABILITY U U- at 771 NEW STONE PATH D A 10-5-07 FIREPLACE tu '0 1 '24-6— -'77 00 CL < in lu w cmuRRA5QUEIRA 2-08 INTEPJOR5 COORDINATION 4 2-2 A�- 0 U- 1-31 1 on J�' DUNE RE5TORATION/ 4-10-05 A DITIONAL FILL U- Z UJ TYP IS) Z A 14-29-08 SCREEN ENCL05URE 17 16 19 U- LANDSCAPING 20 21 22 23 t A 5-15-08 ATTIC BUILDOUT 151ON5 TO ADIYL MILL FOU TAIN 08 FFR DEP COM 9-25- MENT5 77t',-57r� REV15ION5 TO rLANT MATI- �4 -i 11 1 - '�r' A�' LANDSCAPING 9-29-08 N PER DfF COMMENT5 . ...................... 41$� 29-11 05CAPING 5-11-09 HAP < WOOD FENCE AS APPROVED VL CN 71-3 112" 1 Scale: III G" 11-0 1121-2" 7-3 112' 14 15 16 4 Project No.: OG13 0 CORNER 5 1 0 PILASTER K12 39-4" K12 GT Drawn by: Checked by: RG5 EX15TING WOOD G'-1 10 Sheet 13ATTEN WALL EDGE Of FOUNTAIN Title TO CCCL I G'-O 3/8" EDGE OF mA50 N Y FENCE TO CCCL O\o 1EAD -2 1/8" SITE PLAN CL ELECTRIC POLE 45' --------- JOG IN PATH TO CCCL Sheet Number %n < SEE SHEET 5K 121 FOR 0' ADDITIONAL DIMEN51ON5 SK1 20 go 1M CLz z -2 13 Of tv WEST HARDSCAPE PLAN - CONSTRUCTION DOCUMENTS [R 21-2 1=54 =17-0 C4 0" LEAR 3-2-- PE -To HOUSE AMOV&I) IMAX L) Fillr deSCrip'i' :c 1 0715 D SET LO 2 07 E 5UBMI Al 03 E 0 -C K12 1/4 F- 00 These Design Drawings are in compliance blished in 62B-33.005 FAC. with standards 0sta RICHARD SKINNER This certification is based on the Archtitect's C rrent information, knowledge,and belief. & ASSOCIATES,P.L. u 9 18 16 14 17 5 2245 St Johns Ave 23 Jacksonville,FL 32204 24 904.387.6710 FL Lic#AA26WO865 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — A R C H I T E C T Consultants I LANDSCAPE DESIGNER EX15TING 5PA Benjamin S. Dinkins&Associates Orange Park,Florida 9N.264.6699 STRUCTURAL ENGINEER Atlantic Engineering Services Mark J. Keister,PE 20 Jacksonville,Florida 904.743.4633 MECHANICAL & 23-4 21 ELECTRICAL ENGINEERS Haddad Engineering Inc. Namir A. Haddad, P.E. Jacksonville,Florida 904.262.5066 INTERIOR DESIGNER 5MOOTH RIVER KOCK TO Ana Maria Vieira Santos ALLOW FOP,DRAINAGE FROM ROOF RL)NOfF ffYP,) Av. Lineu de Paula Machado, 1330 Cidade Jardim-Silo Paulo -5800 Fax.3813-5657 Tel. 3813 Seal J 23 22 PENNINGTON JOHANNPETER RESIDENCE 1733 Beach Avenue Atlantic Beach, Florida NEW —77 RESIDENCE z Z 0 EX15TING VERANDA 5TEP5 ILI z +1 ISSUE no. date description z 0 1 1-17-07 50%CD 5ET 25-8 02 2-1 G-07 DEP 5UBMrrTAL 03 6G- 5LIBMITTAL 18-07 PERMIT 4, 234 tA ' I t - - - - - - - - - - - - - - 0 F1 77- L - - - - - - - - - - - - - - - 4'-0" NEW STONE PATH REVISIONS 6 Tyr. 234 CN A 10-8-07 FIREPLACE CHURM90LIE]RA no. date description 20 19 '18 17 2-22-08 INTERIOR5 COORDINATION 21 OLINE RE5TORATIOW LAND5CAPING- 16 A 4-10-08 ADDITIONAL FILL 4-29-08 5CREEN ENCL05URE . . . . . . . . -15-08 ATTIC 13UILDOUT 5 REV15ION5 TO ADIYL FILL 9-25-08 FtR DEP COMMENT5 REV1510N5 TO PLANT MAn WOOD FENCE A5 APPROVED A9-29-08 PER DEF COMMFNT5 < 93'-0" J EDGE OF FENCE TO C6CL A5-1 1-09 HARD5CAPING Scale: -011 Project No.: OG 13 OF P EDGE ATM TO CCCL Drawn by: GT Checked by: RG5 EDGE Of LANDING TO CCCL Sheet Title 0- SITE PLAN 0 < Sheet Number Ne 1: x un ii '.$; go 0 De z -2 SK1 21 of 7777 7] 0 A R C H I T 3 EDGE OF 91=H4(�F T(I r�-,, HARDSCAPE PLAN EAST E 0 CONSTRUCTION DOCUMENTS K12 1/4' = ''-0' 00 2 U